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HomeMy WebLinkAboutLUA-87-088 - Large Format EX/8TING APARTMENT BU'/LDING x , \ N K _) N} ; AN S BRAN SSS NAN SSS SN ANS SAN INN ANS AN sn | Q S EXIST KOCKERY Sere TENG d SH] K N a 6' WOOD FENCE ) : CRISIS AEP AD SSSSOSTMRRDSS ReOOtennscoanas x Sy eae ee aS WOSSSSs = asc Sese0ce A. eg - = ail an rc ae = 7 NN. x v ——— v wy S / / \ — a K \ 7 i | — ' p \ \ \ \ | J ie? &§ fi oe YX /80.0 / ¥ A. pS Ns 1.0 - R ‘3 \ | 30’ . z= a LS is . 9 LW: oe | es Ss ras NN at oP \ : Gyo RN ] Ut _* \ S \ = S = cK i 18 ae ! a me a pe a ee oe a ie ae . 8 K/W i Sle O \ / aa \ | on | | < = Wy on in ay Th x of \ | : SRE | ¢ / ON = ON ETERS % Cuore | Uae ey ’ ~ XS SPAALT IN FIN. FLA. ELEV. 126.5 YS \S , N Vj 3So | PEGS. 2 / UPPER dy FLR. ELEY a NX oN | | tJ 9 - RSX ]ue A %) | 59 BE RE HOUSE “\ | col Wee ie” L \ /B» | | N Oi || 40 \ / 7O BE REMOVED | Ny iat * | SQ ye | 4s i | . vate 50 ~ {2 J Y ; * /(VANED GRATE) S /11.18 x . ( | / CB TYPE I-C i . | | : a / RIM 125.80 \ | K y | is WO | 4.5 PHALT d VEMENT = uy ey : /E. 122.00 : nae (" —— | a7 SS NS | | | | aw, a < > 9 = | | Pa sy im * - \l —— | — CBR | y y ly NORTH ANS) . J “ \ | ! , CONTROL I+ oe | | / ~ Pay wa wt FYPEW-48"8 Ae i \ X ye p y /22 YN CE TYPE /-c FIM 114.70 el / | Wy O a ae iy | 1 / if aan REMOVE EX/951 CRIM 116.00 | De. inal 00 4 “3 1 | S ee | 30° y = SS GARAGE —> /.E. 114.08 OVERFLOW 112.75 \ . a TAT : R/W na | 2, / oe i a, , LE. MLO | ORIFICE 2 "9 ce | | 7 cn Re /[ i 2 / vA = (29 # yg / :| / Jj Y ) e MATCH EXISTING j Nj 7 é ve ee p LINES. a Bee ‘i A | / FILTER FABRIC / / N ee Ww = qr / ( FENCE, SEG DET / wa. at | i J @ : T \ y = f == f = — Re \* rs PA ral ae ees -83"S #/d4 Ps Ow © 58 LF -15"8 #/4\CA i. \ I /5 LE -8"8 #14 GALAL. . 2 ff ms, xy a /, wile mt ws 520.02 '/ ee ms CMP, $= 0.23)'/y " feed \ z } : O / 7 a = 5 pe vt ; [ee ee FE ASL Be =: a ~ aan “7 gis ae gs re | Fe ee eee w/ —+ a —_ | ae 2 AS ia uF =: ei pe g ne 22LF -8/4# [4 GA. AL. id RELOCATED EXIST. zm, 70 BE \ 7. ‘ \ iia mF ail 7 ee xe \ / | CMP, 570.07 ‘/#4 \ RELOCATED BEHIND <t as. S ; ia UTILITY Loe ee B | 4 an gar “6 ee = CAR ee oO S ae O° ® POLE TOBE X%- — [20 VORNEWAY Pb | STRAW BALES FOR SEG RED'D / = - = a = sane 2" ae 2 H % | EROSION CONTROL DH dev | BEGIN NEW. ; / \ wa RELOCA . 2 rs | oh WG Va ¥ CURB\E GUTTER \ es 2 t val ra . / ie | 4 y0,\ ee Ni roo marr EXISTING \ Shea 4 . ae j 5, £ | SKYE “nt BH Oe Bp : \ “ es ae fa SOE KET 2 rrr ns (aa AOR 8 ' \ \ \ gw 3rd PLACE | | | } | aig NWA 5 ~ \ \ 4 | 7 = © \y \ | | | | / ‘el ' N = Be as / / Saal SAWCUT EXISTING PAV'T = = | | A i. / | ‘ S S S REMOVE EXISTING CURE ALONG = Ri NW 3rd PL. AY REBUIRED A (VANED GRATE) EX CR yy CB TYPE /-C REPLACE EX.GRATE w/ RIM 109.0. SOLID COVER, ADJUST /.E 106.04( OUT) RIM TO NEW SURFACE LE s07.00 CIN) GRADE. GRADING DRAINAGE SITE PLAN ‘ General Notes | All work to be performed and materials to be used shall be in accordance with the "american Public Works Association (A.P.W.A.) Standard Specifications for Municipal Public Works Construction" and shall be subject to inspection and approval by the City of Renton, C. SHAWN O'BRIEN, P.E. a DESIGN BY: _©S°_ $i Commercial Site on CONSULTING ENGINEER 5: aes N.W. 3rd PL between . 2, oO. 1 Fiace 16716 S.E. 28th STREET - BELLEVUE, WA. 98008 AWN BY Renton. Wh980S5 a ee Ph. (206)746-3992 eee WW. Storm Drainage Plan, Street SHEET ___! OF __2 JOB No. DATE: __Avg. 12, 1987 ____ | _Improvements on N.W. 3rd Place i vere gete a nie GT Frey a peeritee M E ONC SALE : Ne 22225) Ss _ ; N C: y ! Hee ae 8 UNIT AS pe } ie ac 4 . q ne Oe | } —- : ni | A ath 4 ee ri | N MAN FLR ELEM |[iZe.S UPPER PLR. ELEY. |" aa es Pee NO | LIN cnaeaie = | | a | | I | rr — _~ — _ - _ — . 5 % { ea e i an a ai g li am ct l fi w pe e . 4 7 N e p l e ‘ a c v ce i Q 2 mi iy ) i a A | } { Re P oh Nf mu m IN i i H ar d i e Av e . N W ee e Bs a ae me = 2OO.Or EF we _ bo : , ose etn —- - —— PROFS a! ek S < - ee ar Sel 3rd Place ArT S es 2 ’ 7; 3 sa ' : : PLZ INE baer oo REMOvEABLE Ra REG] SUP SRR aS ee See & Wy ool Sie ae «is “m: Ail F hee: Me ' : tit my gees Ie LNT - ‘ay ay fe a Tir : PF < cPT.wVINYC y ail BRAWL SFE © te Ba Ne a ae Ae er | BeCEAA IN MAIN PLR ai, al-cls Tie! S UNIT aS . caPINET at RoW T+ ee LY FL A N TI N G N eo — , : [PROVIDE FINIS-ED p Ea AM +> 8 - ~~ A BK PANEL ON ; : * aA a = - pone be y 7 Cor NETS. = AT & TOME Pea) caine OR PONT gett Ww/ ieee | Salad reader oe aa x i i c.f a city OF RE “NTO! EGEIY ai i eT (D) 4 ES JU get 0208F | Rez t Ce bp EPL So . cBIaIEDING/ ZONING, DER elec. Dean 3 See aos TS = ape - EX/STING APARTMENT BUILDING y N & \ K N) > AS) ~~ SS SSA NS WN SSS SSA SS ENN i . SSS eae CG = / CX G S N) EXIST. ROCKERS E'NbOD FENCE) vs aOR be —§ — (Sele w RIA SOCREQQGOOONO COS ns Sy amADOO ahi } % x rx —— x ——— x x x x —— Se x t x —— x % x \ Sal al 8 } ns : * \ ie vy] | | \ S is @\ <z \ — , , \ \ \ | of Thr | fy | j ; x / 7L«\ ah Sa —— \ * 5 r i 30 y SS < = Pg j ™ /30.0 / 10? ee ee | ea oe “ ae 1¥) a ns : Se . oad Pi ‘ x : - A | f 20 .. \ 8 \ T K/W < a o> ] | oe a .: <3 . ‘at < 3 =] 9q oy" / + - | ‘ NER : a : Ts iS \ SN \ eee NL = ie eo et | . ta > uj S/s88 | ASPHALT / ee ‘BA WAS Se s | | ey es 8 mat PAVEMENT la ee GRATE) Ned) | ee ; % EX/STING HOUSE Q TYPE /-C z NX Q/HS ages hoe Ta BE CDR ~v K NISQY || 2s 2 i es °F hd 50 a I Y —— ~ /(VANEO GRATE) , re | ‘ / z 4 | / CB TYPE I-c | . Y . / RIM 125.80 lo | RL 5 PHALT i VEMENT Vee a : - iL eT 2200 - A i. “s ) | es x / Y | | | yo a [ man = VAN K 0 a | NSW Yo uj , wr —— Ne [ —_ | (Ee) =—ese ee | y, Wo ~ NORTH % ai < | ! | CONTROL /1 Hf ¥S | / . wy te po . ss Sy | \ 2) Fred -48"9 Zan ify XN SAK, | ; == \ CO TYPE /-c Rit 114.70 \ a / | ti 0 1 5 0 te | / Peri gevonh exe rear yeeo | | ees | | S a yo \ i] N - SAA es \ GARAGE —— aS Le é W 112. 75 1 oat 7 5 La al | 2} f et a - vA fe. ite 4 ORIFICE 2 “9 = 1 | | oe! oly oo ea [ Ke / yw S= *4Og / v . 0 | he Z coal | Ql. — we 7 ao, \W" ; = END NEW en eee es ie F _ om Ox 70 / a Ww (9 a 40 4 Lp | | Je ae — GUTT et WCRET & O/. WALK / \% Ke : N % a RIDGE LING yl Ss, 2, | E \ MATCH EXISTING / ricer eae 7 ; 3 elie 3 a a <a ‘ Wy dq #2 ( FENCE , SEE DET. | ; gal We =3 ——— At , =r a Sa ; X N vy == Z F ty = <1 5 aw € ) ng # RS \ 4 Ay o 38 LF-15"8 #/4\GA. AL. \\ Pp /5 LE -8"% #/4 GA. AL. : : i - , % Jo 7 = ») 2 cre 520.02 ‘Mth we A CMP, $= 0.23) "/¢ ie Wo se Xx 7 a =e PA ER =s - eee wan ary a eg iy EXT ATHLITY Se Li ‘ia Z ee ak 7 22 LF -BY8b #\/4 GA. AL. POLE TO BE w/ : 7 ; > : : > 4 CMP, 570.07 /F4 ‘4 RELOCATED \ EXIST. AM, 7O BE ONS kK Zi. 8 \ ie \ BY > ny / | ! z ; RELOCATED BEHIND ee |: a yess , i * SH iS < 2 oe pee | STRAW BALES FOR an tea’ Lt sae ~~ ee a s > 2 Cees: ST eae 4 oo, | EROSION CONTROL . ow tia | | f ee. | RELOCATED ~ Sey w i DH teal BEGIN | NEW / \ 24 \ a / | + 0,0 4/ | Var ¥ wrarell GUTTER \ “SS, : : 4 ; # : Ow Wy it. gle Cys MATCH EXISTING i: = ‘ deem pit, TY = Ne = Z SK ny oe it fo a lw \ i = rome. 5 : - : : S35 ‘ S583 ‘ goge é ; ao a C] x ‘ | \' 3 \ \ \ I -. \ [ ‘. | A NW 3rd PLAGE | | | / aig Mee me 4 7 \ \ Ke iN | | ] oa © \s \ | | | | | Sif N ee = = | a S St 8 | | / 2 ES) ss | | || SAWCUT EXISTING PAV'T = = jf “ = 1 EMOVE EXISTING CURB ALONG 7 g a ore i # A ( VANED GRATE) z e CB TYPE /-C REPLACE EX.GRATE w/ R/iM 1093.0 SOLID COVER, ADSUST LE 100.04( OUT) RIM TO NEW SURFACE 1.E. 107.00 CIN) GRADE. GRADING DRAINAGE SITE PLAN General Notes 411 work to be performed and materials to be used shall be in accordance with the “american Public Works Association (A.P.W.A.) Standard Specifications for Municipal Public Works Construction” and shall be subject to inspection and approval by the City of Renton. C. SHAWN O'BRIEN, P. ron re oe a a Wy ‘ .E. cso . DESIGN BY: ?- Commercial Site on CONSULTING ENGINEER a. eee os. DRAWN BY: __22 Soae eee Teace Taylor Ave. N.W. & Hatdié Ave. 16716 S.E. 28th STREET - BELLEVUE, WA. 98008 Renton, WA 98055 wie : Ph. (206)746-3992 SCALE: 4s Shown ae Storm Drainage Plan, Street | 2 . Avip sl? 1987 : Improvements on N.W. 3rd Place é 7 ISHEET_1..__OF 2 JOB No. DATE: __Avg-_12, : ae x te : Pawpaw ete WU — be A UUM Misha ah eM ie i aL 23>PYRAMIDAL ARBORVITAE Ye PJIRIDIRLAS ENE 1 ; ; I a me tay fi + 1, et ee : aoe Pie PEELE: cgay on eae eBay Sabri: letter eae od é : c 3-NANDINA I “23° PaciFic Wak MYRTLE > i ; t _" 4 rt pe Lave cendae Ae a B- WINNICKINNIGIA socal We ee Ves: pwn’, onbaie mare PLANT LIST _ ape aR Wear , QTY. COMMON NAME BOTANICAL NAME et ee oe “1 - IRISH YEW Pa es iss 8 ; fe : shel S | ARMSTRONG MAPLE ACER RUBRUM ‘ARMSTRONG' Of10! He eG AREAS To 6& SoDDED. SHALL BE FINE, ewipee ‘ea REMONE ALL HUMPS ! VINE MAPLE ACER CIRCINATUM 4/5 Wess AND DEPRESSIONS AND Ctops oP ROCKS LARGER THAN 1" DIAMETER. I 1 AWANZAN CHERRY PRUNUS SERRULATA 'AWANZAN' mAs es APPLY MIN. 3-WAY TOPSOIL MIX 3" DEEP, AND GRADE To 1/2" BELOW { S SHADEMASTER HONEYLOCUST | GLEDITSIA TRIACANTHOS 'SHADEMASTER S/o JOPS OF WALKS: 4 CURBS. | Sess INI INNICK Pot ie ace np en. “9° i de az : 7) DWARF Boxwood BUXUS SEMPERVIRENS SUFFRUTICOSA 1 GAL poe oe 2: INSTA LL PLANTS re HOLES TWICE THE DIAM. AND ee DEEPER THAN THE aa 15 DWARF MUGHO PINE PINUS MUGO MUGO ye ys : ROOTBALL 3 BACHFILL WITH TOPSOIL AND PUDDLE THOROUGHLY, | | 25 | DWARF OREGON GRAPE MAHONIA AQUIFOLIUM 'COMPACTA' yt? eee ee 9 GOLD PFITZER. JUMIPEL JUNIPERUS CHINENSIS 'PFITZERIANA AUREA| 2 ” Hit =. | 3. STAKE TREES WITH Two & LONG TREATED 2x2's, 12" AWAY (4 OPPOSITE | * Ss HINO-CRIMSON AZALEA RHODODENDRON "HINO? CRIMSON | . ees SIPES) FRom TRUNA, SET 2’ WW GRovuND. SECURE TO TRUNK +4! ABove oe s IRISH YEw TAXUS BACCATA 'STRICTA' 3/4 foe GRAPE WITH APPROPRIATE HOSE & WIRE. a | se NEW BLOG 1 | JEAN MARIE RHODO. RHODODENDROW VEAU MARIE! Zea fs . f 40 24 | WiNNICKINNICHA ARCTOSTAPHYLOS DVA+URSI 1, a, te 4. MULCH ALL BEDS WITH 3 DEEP FINE BARK MULCH (1'/2" peer ; >. a NANDINA NAHNDINA DOMESTICA 2” Ube eo ns AROUND. VINGA Minoe seit sa Bose * ort Pei aa OTTO LUYKEN LAUREL PRUNUS LAUROCERASUS OTTO LUYKEN’ ©; 2 ” Pyke Ae ae Je 4 e re i aks {+ ‘33 PAGIFIC WAX MYRTLE MYLICA CALIFORNICA ‘; 3 ae - | hooves LA. | 23 | PYRAMIDAL ARBORVITAE THUSA OCCIDENTALIS 'PYRAMIDALIS 20/36 eae AS ~~ 6 - x WOOD ——~ BJ - wy a IRISH YEW 6- DWARF Boxw 3 ty 48} ViNCA MINOR - ViNCA MINOR f GAL. 2 4 4.'oTTO LoY KEN LAUREL a) ae } | ae oF : eid i NOTTS LUYKEL' ene [ I-121SH YEW + ' (+ ae LAUREL : [- JEAN MARIE RHODO. 4 2 i i \ “PLD D : = sts “le eens as acl a es Cee eects eee apes meee eesene) wie, thnini, cs Janne saci ‘ilar agua Cae lee ee ’ -— XQ j . : ™~\ wd =~ , : : a “4 yay , i vw i \ yv OVERHANG OF BUILDING 8 e + Fi Piper oe SB ae Rees | og —- + — + PARKY¢ HG : : ES he ve . + + een To Se * : +: AA ‘. “? \ ) «" \ aN i : CERTIF iCATE NO. 236 aA ty + cat ee 3} : pws pe ae ee. Sa f Nau” Mus’ a . 3 es iE w ee Pa ie id e Par ee a : ~ 4 ‘ a ee SHADE MASTER: Honevuecust ~) cere en fa 7} ie he hooen A ers ot can - a as a hc x4 CEDAR EDGING. ‘ ZY , ae DWARF Musto: S4-vinca Mi) Noe \ { \2-pwaer MUGHO PINE X | ei oey PINE ah (3'0.¢.) : 1 VINE MAPLE " : Ae eee _s 5 oat I4-Vinca Msiuor (3° 0.¢.) S : Gee 5 ee * e ~ 3-'"SHADEMASTER' : Me at aK ‘ 2x4 CEDAR EDGING % HONEY LOCUST a aE OU” podem { K sai ~1O- PAcIFic WAX Be a ae [ ~~. -~ 9OD : MYRTLE Nee oe ae Seated 4 | i \ I- KWAN ZAN CHERLY - ae ie 3-'HINO-CRIMSON AZALEA (™ PRoPERTY? dh . [See Wes? L. we oo 21m. Smee I TT I ne aconncnmanil AiES Mires rons means — os i eS OD BA 7 es Satin ee iit, ae stl, ; * / ‘ ‘ Baws ‘ ; a i _ ! - Gm Li; : 2 Yh ] h { e , ee x Fe af af nant = Oe ‘ 2 > < 5 = i i : e ae a Be ma 4 i F L ; % . S \ " - —— bnradlnaisattanre di ete lng : : 7A: ar 2 a —— — - a a ewer ———-— - ~ i ‘a T e os ian aie eee * a, [7 A ie O} | LE ELLOS DION - —— ener Ta i ~ Sa a a a ala DEMIS Da BLL ce Sei FR —— ieibeand pclae . PE AE <P ain SES 6, WIP AIEEE ED te a DY a Se ALR NS — eee —_-— s D q & z i ; fy | IRRIGATION SCHEDULE == : ROY 3 aot H syMBoL |@TY. | PRopuUcT lis 1EPIGAT on HgTES": Soe Ea . E ce oon? , <2 & i : a : RC Pe { 1. ALL WoeRw Sudit BE Bb Lac AL CODE. STALL MATERIALS PEC $ 4 j “TYPIGAL # PVC SLEEVE ee pdiee o: \ : | | 'eameie0' cec-8A (oR EQUAL) &-STATION ConTeOLLER MAUUF. RECOMMEMDATIONS . aise cara pe iter RA camel 4 UNDER ALL PAVED SURFACES . . to Rea i Ee 1 | 'MusLiem’ H-10284 1 STOP & WASTE VALVE Soe eR 2 2] f << ! Pe, ed ae : = { a 2. ALL PIPE SHALL BE CLasS 200 PVC, BURIED MIN. 12” BEEP, NO ROE KS, s x eee i 4 P= §g- 174 'RAINBIRD' PYB-100 {" PRESSURE VACUUM BREAKER DEBRIS, ETC. SHALL BE BACHFILLED OVER PIPE. ; eo 3 ; ‘> Z a 2 ’ ’ ; x Sans ‘ 3 fe ‘ eer COUPLER VALVE FoR 1 ts beg F | © { 1 BRC GuicK COUPLER VALVE (PROVIDE 32K KEY) | p= 3. Moun? VACUUM BREAKER 12” ABOVE HIGHEST SPR. HEAD ae: CALM. Ms Rise re i : ee a. PS ; } ® i aa, a9 Lit : On - R ‘4 fe -. ‘ } | f-4 ELECTE 5 i My ALR. BLowsouT WINTERIZING . eases See Co, de es Ev-100F 1 ELECTRIC VALVE 4. wisTaie stop 4 wASTE VALVE mW A VERTICAL CLAS6 160 PY¥E gueeve | B > fies . 5 A : ase Pre ®. } 26 _ 1804-12F LAWM SPRAY PoP-UF SPRINKLER i over a f Cu. PT GLavEL SUMP. ToP OF SLEEVE SHS4LL. BE FLUSH WITH aS a) wt 4 x, oe ae er a 4864-32 n } Fill GRADE, WITH ‘RAINBIRD’ @3100 valve MARKER (PReviDE % 2049 i 1D ead re os i j } : rr oad oe o AS -€ Dé: 32 DG. 2S Bee 1804-12@ g 5 ONSTALL ELEC. VALVES IN ‘CARSON’ VALWE BOXES (MAX, 2 PE@ BOX) | an ae “4 ul * j qd OS , ' >, 4 ie oe PA-8-12 TQ SH2US spray TH SNAP LjDS oweR Y2 cu. FT, GRaveL SUNP. TOR et Boxes” SHaLL Ry 5 be] oe 2 an 4 : g ; a PA-8& H aa Be FLUSH WITH FIM GRADE, : : nS CVI 5 a at Ff : Ss SOPRA ER LATTES , i 24+ AcG* iz ‘s | — | ae - ie" MRAM Ro “he Somes ab & : § i Ps i ; ee [oc Se PA-8-128 “ --* @. ALL SPR. HEAPS SHALL BE INSTALLED QOTILIZING Min, 42" LoNe to x SD HE x 2 eet ee ar i ; ie kee ie . RAINBIZD' SB-10O swine PIPE AND SB8E-O60 ELBOWS 47 LATER AL s OS se er ’ a fae a ; ; “2 foe Pee PA-6-j5SST a To RISER CONNECTIONS 45 4 FLEXIBLE SWING. MOUNT SHQUB READS ee ee $3 pists ae ga" ie Se eae eG Oe J ON SCHED. 80 PYC RISERS MIN. ©" ABOVE FIM, GRADE, es , : \ ae @ Oo a2 ; a OOS oe ake Seer i — “ t " 3 2 af 2 : re : ee 2 et so OEE Lert NO. ae, 4 -t¢ Tn CONTROLLER Shane BE LOCATED INSIDE BULpBIC re DiRecteD BY i}: a <j , 22 2 aN { [s Lae rm (on amar —T 2 &- - Tess ae IWHER. COORDIMATE WITH GEN, CONTRACTOR FOR NECESSARY. <e 3° fa j Qh foc ee ee APPROX. GPM ere SLEEVING To OUTSIDE. USE |4-! Gu4GE DigECT BURIAL wiRe THRo: ie dee ia 0's : Son: 2 i lq — Cee meee WITH. RAINS RD SMAPTITE CONNECTOR. § a aaemaes AL prio acai a: A aaa pegs ee : i ee 1a © ©! '¥ we ~ % SPLICES AND CONNECTIONS, a 5 pe a Se i ~ ae ; .: By hee ees 1: i en Be Bs ‘ Zo st , SS w * we a 4 &. COORDINATE WITH GEN. conTeacToR FoR: ‘necessaey oe Ne ‘ | Rakes al a +0 : se : # * x FOR LATERALS UMOEQ ALL VEHiCULse & PEDESTRIAN PANIHG. ei * edit wl ye Me et : SF “7a eos | ‘ | ' ‘ f { { 9. INSTALL AUTOMATIC DRAIM VALVES mm Yz2 cu. FT. GRAVE -SumPs at i a % ob mae Cee - 2 oY fg e rns Ba. - o = : = =< = ALL Low ELEVATION POINTS th THE LATERAL SYSTEM Sees 2 ALVES ¥ . 9 a a ay boo8 . es ety ‘ 5 ““ x: . i . i . : f “ 4 ‘Xa alae) 4 ate ie 5 Jz 2 ¥2 “ : Ne ee oh REQ. ciReviT). SLOFE P bh To D@anis. * ‘bn! i : ‘4 9 ities : s os : re = } Hin. Be lee eee eee, ae Ss oe oad ; Ny 4 10, CONTEACTOR SHale INSTRUCT OWNER " “THe Prope erener ON, tae se an 4 a -$ PVC 1 oe pone az ete ; 2 : MAINTENANCE, AND WINTERIZATION OF THE SPR Ie- 27ST Oe Be : : | ee er ee Rees ene ls 2 ae =F Bane \ | ‘PROVIDE OWNES WITH 'AS BUILT DRAWING. [D G SON Boe . 4 — en gage.’ Se aes ad s es < - MOTE | IF EXcEssivE waTee” PREGSUCE HINDERS THE PROPE OPERATION of Se Oe es hod, ee ee aq yz fe) Ne Ta SYSTEM, 17 May BE NECESSARY To INSTALL A aria 60 : a La Naa a ‘ ; cat ches oO ope Oo i i . PRESsUR one VERVE, INSTALLED IN “VALVE py ; ; a ag NALM. REAKER , SET TO PRePuCE & BRR EE yy - i : s . ay = & ea i o> connect Tai ) WATER. Mal (erermeas) | NO et ee te WE ba ee ia PE REWALK — eee, se ah ae Sees ae : Roa +; | i Seattie 2 29G7, d STATE OF WASHINGTON | i Le 1A Suite 102 xa ) al y s s a bN i c n i n d SING oS = it 7 ene ~ ps, CEOSR TRIM SLO KOO Pxrrek te CEDAR. -2 k (BRSLIKHNG- PT R PLIWD CEDAR, 14 BeTTEN? JTIERs Os FRecA | 4 Tooke Ze cA Ore] Legs Le ing lye ei “ ae ' j LA oe, ™ <aBh 2 Pa er) ~e LUM ATTIC VENT FL, CEDER 2 x ALUM, A rE? MAIN ELook N Mo! i Te 2 east elevation Loin CONT ReL ] ic r a — yj 1 } i oa a 3 cd a i eh z et F et a i a Hy | i =o ZS Hi Ai , ei _) | on ! 1% , a Fe t t 1 St S er a l Td ee | 4 —_——_——j. ‘ = + + ON aoe s. SS — Ml Oe : : west elevation t N A | i uein ag 1 VWENT— p> ——_ north elevation VO TRIP \Cu af — toys — ATTIC }t Pa Se 7 ! 144 8 n, *, Ss yr 2B Pea iDaL ARBORVITAE - \... ys NAR sin PSTN \e rene f bie a} a oa oe oe wk ; oo ; i “e ‘ =f Sn Pelee! we ai A “Nena AS * oe AN = ge gh fe ee bid dl \ ie 2 ; wh: , ieee tne i ene ne i A ad i. rr Pe bi j + in 4 i “he SS SI WEA RE SEITE LI ht RP OSE ERS SI ARR EEE TES # ; es j : ; fe eS “2G-DWARF OREGON SLAPE ~ pied le Se I : ‘ : : ; : 4 ‘ ' : es ia c ee a Bey | Pe PSA On reise Yew ee sd CRUE Se | SO eae: , : , + ee i : i . doa BR : Fs | ; i ; a ae fo } : i | a oe ; “aw NAN DIVIA ; : ¥ 6 | ARMSTRONG MAPLE | ACER RUBRUM ARMSTRONG leno 1, AREAS To GE SOPOED SHALL. BE FINE GRADED To REMOVE ALL HUMPS a oor t Be j f t i + j : co. | VINE MAPLE i ACER CIRCINATUM bays" AuD DEPRESSIONS AND CLlops OR ROCKS LARGER THAN 1° DIAMET i 4 \ . Vy cs | { ft f 1 t ; e tf | AWANZAN CHERRY ( PRUNUS SERRULATA 'AWANZAM! Sb eey APPLY MIN. B-WAY TOPSOIL MIX 3” DEEP, 4NP SPADE To 1/2" BELOW | ‘ ae . : + Lop A o at Be | ’Q 4 : 5S } SHAPEMASTER HONEYLOGUST.) GLEDITSIA TRIACANTHIS SHADEMASTER 18/0 TOPS OF WALKS 4 CURBS. | : cE i A at. } z : 4 = . : H : : ; siacgligunn ae . L ; 4 ee i ir | - +. J : 2 Fs 6 DWARF BOxwoop | BUMUS SEMPERVIRENS SUFFRUTICOSA piGas fy: 2. INSTALL PLANTS IN HOLES TWICE THE DIAM. AND @" DEEPER THAN THE ‘ 3 ‘ ‘fe ' Ss af A : : . £ 1S | OWARE MUGHO PINE . : ' PINUS MUGO MUGO . Po. aes aacaer BACKFILL WiTH TePSoIL AND PUDDLE THOROUGHLY, | 4 { rate. Lalo? El : i 26 | DWARP OREGON GRAPE | M&HONIA AQUIFOLIVAN ‘COMPACTS’ He aaa Fe i foe i cet eo a cg / 1G } OLD GOLD JUNIPER ; JUMIPERUS CHMENSIS PFITZERIAIA OLP GOLD", 24 tid 3. STAKE TREES WITH Two G' LONG TREATED 2x25, i2" Away (4 oPPosiTEe }- “4 i 2 $ | ees + & 3» HINO-CeImson AZALEA : | RHODODENDRON 'HiINO-cRIMSoN’ 1A Sipes) PRow TRUNK, SET 2° OW SGRouHD, SECUBE on Taste +4! Above i . = t \ : i ea . ff a > | HSH Yew : ' Jae3S BaccaTa 'STRcTA’ | 44 RAPE WITH APPROPRIATE HOSE & WIRE - ; 2 “ ae ae Beebo a. me Ww BLDG 1} SEAN MARIE RHODO. | RMADODENDRON JEAN wai! 2 mat . ; ow, ay Fe 7 » 36.) AilnicK NICE | ARCTOSTAPHYLOS UVA-URSI fy 4 4. MULCH ALL BEDS wiTH 2" DEEP FINE BARK MULCH (i/2" peeP > 2 j ae a crm | © | NAMDINA NAM DINA DOMESTICA :z” AROUND ViNCA MINOR). af : : : H : e Tone IS OTT! LUWKEN Laure | PRUMUS LAUROCELASUS OTTO LUYKEN' = 2° «| R ~~} oNE MAPLE Re sae f+ f | 33 | PAGIFIC WAX MYRTLE L MMEILA CALIFOR MICA i3.° | . i yy Can eae e. aaa eae : a A o eereeee OF ( 23 f PYmaAlaDaL ARBORVITAE (tas de OCEIDEM TALIS PYRAMIDALIS ef 3e- wy Nae i ; Vey roa e BE : : bas SANG ‘ oorin aren YEW &- Dwarf Sex wood ~- j Ye oo ot mare i —_ | X > } i eee |i eae (SHADEMASTER' HONEYLacUST ug ey © dS gore cue nel Lauber se + ‘ | 64 1 wince Minor. ova: MINOR ROME Wh: | | ‘i Ss % o i . BA : all ; F> * : . 4 ey hy $8 k oa ane = = f L¢ . on j ho! = : soniimasiaund . re Re - aaa siete xc J x : ra } “ Re Cup Ne ee Gale te, BS oe 3 BS > ae Fd en Hei be | E pW -OTTe LUY KE jy eee : ME | | } : ‘ 3 i oe i ; gs l-1esH YEW ; ca * 4 j LAUZEL. ; = ba "lean MARIE: RHOLO. ~ ss : : . i ° ‘ 8 ‘ ‘. : ; fe a er Su- OVERHANG OF BUILDING os a ‘ ig ee iigaie Fe Wok - ra : LE EH a ae a he 4 jis Bs = he 5a ee: , tod ttl ess — ig qi ee EN Q CERTIFICATE NO. 236 PBA KINNISKINKM CK : ZA ViacA MiBOR a ha . i oar ‘ < Md hes x ’ , r : . ‘ P YY “t * 53° )- PWARE MUCHO PINE. 5 aS tiene : ; % : os penne See ea ve ee ee ee ee . \a-pwakF Muéno “S 4+ Vinca MINOR oe ie i = % = ‘ : Ne Pie: . (3 Ores} Se: “4- VINE MAPLE | ie “A@x 4 CEDAR EDGING ar ee, Sees. f me a ; ; PSP 4-VvVinca Mion (8 20.) ——— YS Lr, be 3 : ; { a : “p4f 3~'sHaptmasrer' ; ‘ - -2e4 CEDAR EDGING YO | § 5 | Fl MO HONEY LOCUST { a a Oe states. Re eas ih eae veel f ,f S1O~ Pacipbre WARK Se le os el Qs" fo ee 2 ee? 7 5 Op nll 2 ae, es f 4 » “ ~ 5 s - 4 q ? *2 ——e ae “he + ees TRA WAMA ZAM CHERRY oe - } 1) ~ th ~ OLD GaLfh INEPER ‘ ee B- WINO-CRIMSON AZALEA + PROPERTY “LINE, : aa Soe a "Eee, bee SRE Rig ES a: lal ; al aoe ai cg i Get by | ames alineemees aumeaee eee oon Se s Lf : a mo - 432 f : f fi ; “ey ty \ ; PY cae ~. Zé i : ae \ i ae - Le. “4 ™, ; oa i “ 4 Lk tees . : 7 ayer rman ay arr z ae ms ee | oe S Ae TSE oS RT rr ee a i icin saad 6a tl seas 8h ih A gl ca ee cee eS oe EE Sr Re ie as “LANDSCAPE. PLAN 3 ig 72 PROPERTY bak >} 2 ced an PORES | aot ae “are 6 ; a: 4 a ie he = | 7 : fF ees a x 4 ne EY A iz : err eae a : tae ; F: a ‘ dt sv : + ta wee a ay V2. i PR gh os lee Ya. ae qd. MS : : ceed Meals Pn coe gaa mg | 4 e : I Oca Te. THss ; Be gee - BRR TET r m ; SS ee Se eenenee® POSS SR SEE aT D ‘es bg 4 he: SRRIGATION SCHEDULE 4 : oH ry ns (ReaD ae * SYMBOL IATY. | PRODUCT se? : bes A i i : ns a ~ ~ ip alone 3 bye “ ad te Say | “gs 4 re { "Bamsiee' CRE-BA (oR wali &- STATION COMTROLLER cae, 3. Ae 2 e wees aS prec % i The ig ec i ae # , ; ; ; AU MMM ious. : 4 bg { Ea oes i 1 ; W-1028e 1” 49TE VALVE x us wit wet 7 ; Bee hannw H E x MUELLER! 284 omer * was t i 2: ALL PIPE Sha BE CLASS USO PVG BURIED MIN sz" ge wo ROCKS, b ma ae ie e : ' ae | | 1 t RAINBIRD PYB-i00 4° PRESSUCE YACUUM BREARER, - Tob Beg 2 | DEBEIS, 67. SHseL BE BacKFULED OVER Pipe: : ae be ome & ee ; eels BRO auick Couruer VALVE (fhovivg ast Hew) “pp 53. MousT vacuur Bb AKER 12" #eOVE HIGHEST § SPR. EAD ON GaLy.: RISER EO ai ; a) ! f : “4 F oe i 3 oak. ® os ; ee ss f i 1 + t . iS he anne dof: €: “bbe TRC VALVE nS : OA, wasTaun Svop & WA TE VALVE Hock VERTICAL CLASS 16d PYE SLEEVE I f > y | : Fl ————e © > eae eS . 18.04 -12F Lawp SPRAY PoP-uP SPRINKLER 4 Ces OVER Bak Goh PT: AVEL SOMEP.. TOP OF SLEEVE. SH4ck BE Fiued With * cs e pk 4 i Qi boys, : 1804 -I2H ae ee aes ad Fi. GRADE, Bk il “RAUB IRD! 3100 VALVE MARKER (PRovIDE & 2049 Kel), Gh Coy > a ALE Ww cate! D a, RB § 10.. 4 1804 - 128 ete gem, S. twsTaéuu Bee. VALVES thi CARSON VSLVE Boxes (Max. 2 PE@ Box) | 2 re “ : : } a z WiTH SuaP Lies over Y2 cu. FT. GRaves SUMP. Yor (Of BOXES SHALL be ee ot t < f x i t : 4 + os a ft ; 3 4 ; ae * 3 PA +B -12 ide sHRDB. SPRAY j Be Flush w TH iu. Greve. 2 : |: i” a ns 7 j a i . J CERCA — Paetg iss ss 32. t / PA- & 12: : carey @ Pe : + . etisalat oe hs er iteodilar i Mi od f a ‘ a ee POPE MAIS 3 ~—s woe ‘ & i AG: i H Pa~ & - 12 & , * Sees ‘ | Se +6, ALL $PR. HEARS SHALL BE INSTALEF 2 TAZ Wie Migs, #201 bie : i ae a vy i ages mae age = | cae ; of ae : - iS bs 'RAINBIZD’ SB-100 Swine PIPE AND SBL-OBO ELBowS AT LATEOQGL |} i i ae ek : ih ide oe me BE et P&~@- IS SET ee : TO RISER CONNECTIONS 45 4 FLEXIBLE Sviie. MounT SHRS peas a4 44 | BAL SET SURO HEADS 12° inGIDE. ne os | 4 A a. Pa: 8 : 1s she Ss. : . a he ON SLHED. aD Pvc RiSESS Min. o" ABOVE FIN, GRADE. 7 ts . ad . oc ge " i : cage i ; : ‘ . x + os : p' j nie ; : 2" Boe es (pePey oo < Mars ee a j i adel ie : 3 UF j 22h , See ge A — Secs Ee Meier T No. sratic Poi x SO CONTE GAAE D kL BE LOCATED SIDE PBUILDING AS DIRECTED Byi “ey ae ee : JE WITH GEN. GONTRACTOR FoR NECESSARY es nis TAP APPROX GPM £20 OUTSIPE. USE \4-l GuAsE PIBECT BURIAL wiht states. a he eS . ES SIE IO aN Te ° 1Ri* ener Te. LONE TARA. astecncanicit AT, ALL, event ceeminaesate Sy es: 0 Meee A A ee. Serbs @ie- ‘SPLICES AND: ce EcTious, ee? $3 be ; Pes A ee 3 Be Coes ge : e a 8 Pat Ae ee Ra B. c00RO MATE wit GEN. cobTRAactorR oe MecessaRy SLEE. EEG PPOs. Pepe a Ta as hg ee ¥ S tees Ss UNDER ALL VEHICULAR PEDESTRIAN PAVING. — b> £* RVICH COUPLER VALVE FOR ; 2 i pte So | AiR BLOW- out. WINTERIZING: a ae ? a 1 i i i f DRA va /RS aie We eu. T CRAVEL Supars red ah : meas ogee a Wi POINTS IN THE LATERAL Sree (mihs. 2 mes oe cts ee pve. SLEEVE UNDER oak Vo Vz 4 i E PIPE To. DRAINS. : Ail PAVED “BURPACES ~ = : oe ES 5 de STRUCT whe s- ys THE: PrePee one RaTiCn}, os : wae .. ; _4ND WINTERIZATION OF THE iRRIG. SSIS A, : 2 a fe ee \ _ PROVIDE ‘ ae ‘AS Bulet! DRAWIUIG. WINDERS THE PROPER, Seca Mok is] ote: : pat! ALY To MISTALL | AY ‘Wink ; Pye. Maid P| q Dum Pete oN coe. 4! Hie - Sg ae eee comer net wee = “ d ay Vow | - 3! PAINTED eee \ 4 * \o A P, = | ) Bes » cr) 7 4 Wt LBS [O f fs “ible ee ; \e/ is a () Q Seite iB ! yp a Dy Lok Line ei iS ee ‘1g IM & eh a Gt A | > iw | ee ere Say, << ete tH O ! s — AS eens House Vt ' EXISTIN t ) / Va Sr bas Te pe Her 4 a) ai fae UN I T AP A R T M E N T FO R WA L T E R CH M I E L O W S K I 35 4 TA Y L O R N W RE N T O N WA 98 0 5 5 site plan eee BS Me cL s 7 ! : | 3 CATCH Basin. : | A § ee Pesos = wr “ Wy Sa => enema : INV. jo4 ae, & it Sy oe atest rs. é ike ot ; ee 1] a az | Mad HOLe nied ge ee Ries : = Oe ze ? - a aiiae Sana we bls: Be SS : = * *S o-)--l eae : , 7 | N eaghoned oe 20 =. —— | : | — 2 a3 222 5 $ . nthe Bees Tp i Raji see i ees ae REF Bep—Pe S A tlit sie = Te = . ae Ales Sa ar KK Y {3} ba S, AY 5 & se : ' niesigh-inpemananSnenesinigipetcuterseal 4 + HE KFHEN o| \ 7 fae 5. ? LifeForm 408 Bellevue Avenue East Suite 102, _Seattie Date eee | =e Scale ise eee camistre UNIT) aco! Drawn cHh-Y a. Ar faa O \ ar eae 3 : He Ee g . 1 Se gs E § | i E I Wieee ot a eee a sCeabinet elev SD % de ry oe + : | BUILDING/ZONING DEPT mf Wi sc a Fa u r e EN BP E RE Sl ck e s p ea t e n tg Oe ee : * Pe: inten f REGISTERED 5 ! EGE i AGRHELT REOFIM VID WILTE ce: i —— ALUM. auUTER 4 Os QF WASHINGTON | aes “a FN 5 == = el - ZAC RD FRecCIA ee eae OS : i : Be S he CS RD CEDAR PLIWID SIDING & ! : — Ie CEDAR 14 BOTTENS “ S| a7], ———= BT UCeO COLUMN a. | § Bie APPHALT ROOFING ee ‘ r < Sl STILLO Bee =e —a Bice | came ‘ ' nl i, : LU il CRAWL SPACE CEDAR PLIWR —~ HALF OF 2%¥4 ANOLE wit XO CEDAR 1K (EACIKHNG~ PT EXISTING GRADE ACERS = DASHED LINE- Ty BU I L D I N G EL E V A T I O N D — ly it CED GAN. "Z" FLASHING TYPICAL wHeRe PLYwe, BUTTS pH 35 4 TA Y L O R N W RE N T O N WA 98 0 5 5 8 UN I T AP A R T M E N T FO R WA L T E R CH M I E L O W S K I ——— STicnw PEDHS. s!0) Ny CO S52 PER ARCH. IxIL CEDAR IX CEDAR UFPER Floor, i | i Ged eerie | MAIN FLOOR ap) — O Ww = ~ O o < _| Pr e p Li n e | PR o e LI N E —- R R O P LI N E . ea y a 7 ct sl < 09 , os O J i , * west elevation _ Oe, AR C H I T E C T S co m m e r c t a l / re s i d e n t i a l ar c h i t e c t u r e co n s t r u c t i o n ma n a g e m e n t / pl a n n i n g 61 1 MA R K E T ST R E E T , SU I T E 5 KI R K L A N D , WA S H I N G T O N 98 0 3 3 (2 0 6 ) 82 8 - 6 1 6 0 ‘D A V I D WI L L E T T , ZoN{Rot ueint He ls Bea Nore |: . . ATTIC VENT _contRet dont =P LifeForm |. 3 ao ae Ze" ZUR TP } 3 ; - na wit TR im ae ; | J is fs we : reed: ep = 408 Bellevue Avenue East 3 | 2 aK : | Suite 102 Seattle _ —— — tn ie ; 2s : = = in eee ae ea a} i : ; eet reece nes ee. 1 T { : | : paar? | Biers ae Ses | Neon FATio 3 Scale Zgl [tcl E. : EXISTING GRACE RS ad hat . DASHED.” CN - TP A Drawn pRY : AR OF aa, re = Job —_— R : oO be J 1 She 6 | - th | , rF He ee eo AM < 4 SOU : Cc eVa lon pied s BUILDING/ZONING DEPT. (2 7 5 Be v o EX/STING APARTMENT BUILDING 4 , N BS | Ww - SS SS SSS SSA MS SAN SSS SS SS IN N 2 8 = EX/S TING o ae = c G 4 S Cy : EX/ST. KOCKERY G’ WOOD FENCE j Bes, / . © g » Caqaseoa naa SSSR SO ESO Seon . Sa OY COOriacee | a YS ws . <== ——- ~ t= = S ——-== i as a | ieee B+ 08.97 ENP CURE, 3 = Me ae \ — TE “ GUTTER § S/DEWALK 2 Mi, \e & \ . : q “ y 5 = it | 0” 1 : n : | ty \ | 30! Pl cx. z 7 te eee ieee. a oS WTR eae a x 5 = peepee ot Loser] \ eae | Se oe \ * gn Eo” * Ag RN | aan “he u \ wre K/W 2 [| ofeer peeh kar Rees = | | : ZN | oe Lo Se 2 Res OS SN ra = r ot) Net T 24 ly ASPHALT 4~*/ 4 \ MAIN FIN. FLR. ELEV. 126.5 SN = x x ‘> Ly | | 2 PAVEMENT ’ . UPPER FIN)FLR. ELEY. eae | ; 5 ‘J : . % EX/STING HOUSE _/” ie er L \ | N ; = TO BE REMOVED ~. | Ge ie 1 = — | 2" kK Se ¥ : Ri) 113. 50 ~ 2) Se v3 //1.18 xt H / y \ / y * # 1%) N / = | ‘ i = : [ © | SH yseHacT PlavEMENT | Y y’ % / > ‘BN N . | ig _ [x x SS oo | NB | S fae | AAT) [LR > h. Fr ae a I\ . Da —_ | (Cc Ee eRe | y \y ( VANED GRATE) WORTH IS oa Se J | CONTROL IH ee | i / S| CB TYPE /-c ee eee i ae - a \ 2 Rrrem-aa"e Ae | [ \ Nl) Ae tee ANY Ry ; 190 ] a ee /22 \ £2. 7Yre Hc FIM 114.70 A “ , / , Gs 1. |/ Qa 00(/N) » 0 es dep ey | : a. ae REMOVE EXIS (RIM 116.00 | LE. 110.00 Sg S| LE 104 78(OUT) | uma a3) 2 ia 7 SN GAkAge —=K /.E. 114.08 OVERFLOW 112.75/ | iS ie S| aa 1" 0! ‘ see | 7 i ae / LE. 111.10 | ORIFICE 2 "¢ <i | | Y SCALE: /"=/0 ; 4 4 N | vA PAW) ales — BEGIN NEW CEMENT aa Y WLF 81 #/4G4H. oe, . 0 ae OX / Coe ie ee CONCRETE SIE WALK oe VAAL. OM, hod ae \ 119 RIDGE | LINE 40 . “ge ae ZN CURB RETURN ' .\ MATCH EXISTING P 5-00 “ef N ba # : { Ys ee st cA / rae AY S74. 24+S34d2Z, és A | = Z X s Si / ") } Wy JB'LT. € a q Ag a rz. = pas \ > ; S y Cc er Salas = ; 7 = — ] i yor = i . lay oh 58 LF-15"9 414 GA.AL\' hoa af —-20 LF -3"F */4 GA. AL. “ os “ CMP S*0.02 [fs ; 0 Hp] C71P, $= 9.25 VF A O BOE ce — ] ae eee if l 3 ie? : —* Si | 4 f & ee : S eae / os ae ah a \ 1 ] eee hai ie if EXIST GTILITY ee ps oe ee Sos pate So" irs Ha ts te. fi. = @) [ oe POLE TO BE ye = —— : ee oe = | |_ 28144 -8/8 #|/4 GA. AL. RELOCATED & EX(ST. FN. 70 BE'—. EN Ploy Ce Too oe ™ — sii 7 | ' CMP, $70.0N'/f4 9,0 0 aD eD Cong 30' DRIVEWAY ee R : : EXIST. UTILITY - : a ! | ee Wl BALE Noa) tm 0 REQ'D \ : (PE: CITY FTOS8.) 2 wer + Se POLE 7O BE ee —— , S Q iS | ee 5 oo i Be my : | BEGIX NEW \ te / = a ® ae RELOCATED key 30 DRIVE WA Pg oe ; y? [ EROSION CONTROL | | Yar mad CURB GUTTER \ Se NV : : 2 ly gt o> « PER Ciffy¥ STDS. \ oO \ | he Pye/ ee MATCH EXISTING € \ te ee RENIN (PSO 3 Y \ S Z ee a | W/ sort: ple ] B'DP STA . ae \ , \ a ‘e . ia a = i : : ee , 3s Sas = Y z ? \; ff ll AO" : R ee \ : \ , [ [| gp NWh 3rd {PLACE | | es j | ae ee : SX t - 4 ~ dc} _-—_—_ = NU Wr, 2400.00 NW 2 \ , | : ae / | Sf BRO PLACE = ~<¥ a : | | | AEN - f / ‘s| N . (VANED GRATE = = S i | | | = base | Pe Ce FYRPE /-¢ SAWCUT EXISTING PAV'T ' = S | | SIX y if I R/M /23.40 ‘ A N = Yiner x LE. 120,56 REMOVE EXISTING CURB ALONG S S = Ri NW 3Brd PL. AY REQUIRED A EX-CB bi REPLACE EX.GRATE b/ SOLID COVER, ADJUST BEE SITE PLAN A-2 FOR PARKING RIM TO NEW SURFACE AREA DIMENSIONS AND ADDIT/ONAL. GRADE. INFORMATION. GRADING DRAINAGE SITE PLAN 4 N General Notes All work to be performed and materials to be used shall be in accordance with the "American Public Works Association (A.P.W.A.) Standard Specifications for Municipal Public Works Construction" and shall be subject to inspection and approval by the ‘ City ef Renton. TE 5.GF PRIOR TO OTHER CONSTRUCTION, FLACE ALL TES.CF 70 TEE GLTy OF RENTON STANDARDS, TO BE AFFROVYED BY THE C/TY INSPECTOR PRIOR TO CONSTRUCTION STARTING. A 7 FOR: ’ cannon C. SHAWN O'BRIEN, P.E. a DESIGN BY: __~°~ - . . Commercial Site on CONSULTING ENGINEER e ee a fo N.W. 3rd PL between , . d J33 5O- i) 3) ace, VS eee E i 1671€ S.E. 28th STREET - BELLEVUE, WA. 98008 DRAWN BY? See ae be ede [ae eo Mo Ms eres Ph. (206)746-3992 : a ne ae Al N.W. : —ISCALE: As Shown FFB 02 1098 ——- ’ | { - Storm Drainage Plan, Street SHEET __!|__OF__2__ JOB No. 87-15 pare: tun 12,1987 SANE Bee eee 18.5" VARIES LW Bred PL . AR DY. f WE VW. zZ* Pees 7TH PROPERTY se ve L/NE METAL PARTS TO BE Y | CORROSION RESISTANT range rage wap (thames oncom Nan <e AND GALY. PIPE PARTS , in A ‘ = K& EX/8T CONC. CURB EX/ST. SiR 70 HAVE ASPHALT aaa a Sr “ONG | LF TO BE REMOVED GROUND VI] TREATMENT I OR BETTER caaven oa) [fit on taunt | no NGETTE S se - ETH FS ig FRAME §/ LADDER 0R STEPS OFFSET a f a (nie ii : 4] SO CLEANOUT GATE /S VIS/BLE FROM a | 1 it HEH HEH EXIST : OT; a a cies | ceeend LC. a tio aa * ST FAV ne oa TOP ANO CLIMB-DOWN SFACE /S CLEAR Thy i} ae al Vo fe : Ce OF RISER AND CLEANOUT GATE AND F f i 1 i— SN ae | FRAME /S5 CLEAR OF CURB. it ae a lu i! z GX ee Fe it I | BURY BOTTOM OF FILTER FABRIC oe ee 0.02 iy _ e L. IN Bal’ TRENCH meas T = T- < Seen» - [=3? SILT FENCE DETAIL SORE a SEAS BE ie Fak a 2 a “ " NO SCALE 77. WITS WES Jf 71 HICK CEMEN 7g 7 oh Senet CONCRETE SIDEWALK 4” CLASS"B" ASPHALT CONC. 4” MIN. COMPACTED COMPACTED IN 2 LIFTS CRUSHED SURFACING BASE COURSE 6" COMPACTED DEPTH CRUSHED SURFACING CEMENT CONCRETE PLAN TOP COURSE CURB § GUTTER 5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. . ROLIND SOLID COVER CHA/ #cA MARKED" STORM" w/ HARDIE AVE. MW. & eee LOCKING DEVICE, 5EE L y' SECTION SLACK WHEN GATE /S : LAN NW 3rd PL. TYPICA PA , DOWN, BOLTED OR WELDED KING COUNTY RD STDS OWG. NO. GO. Kay NO SCALE TO FRAME. FINISHED. GRADE GROUT ALL ms . SELEY 714,70 AROUND TYR =" GROUT a4 FLOW 0 ae N ‘ P/PE SUPPORT : EZ wi Ls “coy 3x 0.090 GA, BOLTED ash gp te OR IMBEDDED 2” IN ASPHALT CONC. eer NIN hs WALL @ MAK. 3’ SP EXTRUDED CURB CLEANOUT GATE, SEE ale Ll) “& 112.20 _ MIN. ONE SUPPORT 2" MIN, COMPACTED ASPHALT : ee KING COUNTY RO STOS Kote “hl “ MIN. CTE. SPHAL ae DWG NO. 53. | SIS CONC. CLAS§"B" ge" iaiiated ee © 4} RESTRICTOR PLATE a +—-— aap W/ 2° ORIFICE : ! STD. GALY.. STL. LAGDER /_— Seer Sek ee EEE STEPS. SEE KING COUNTY MH TVPE ASA KOAD $705,560" FO5G ¢ 54" DIA. DWG, NO.47. 13" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP. GRAVEL BASE CLA3S'B" ELEVATION COURSE. MAYBE REQUIRED DEPEND/NG ON SOIL CONDITIONS. 2%" MIN. COMPACTED DEPTH ex CONTROL MH DETAIL CRUSHED SURFACING BASE COURSE Nae SCALE * Wg" =) SEE GRADING AND DRAINAGE SITE PLAN FOR SLOPE REQGU/REMENTS. (8 TYPICAL PARKING PAV'T SECTION 435 ee NO SCALE /30 Neos Pe ~~ 3 ie 125 ie ee ee i fei ee E < a Sod bee EX/5T Lo PROFILE LOW PTO 2446.35 % NaN | a te ELEV 107442 f.. NG SIN Y Sob me | HAUSER GRADE O| 4) w /ZO eae N ee oe S NS Wj N) “se ig aS bi Py NS . “. EX/5T7T. GRD @ Nic NI NES 5 ne Shik 2 ~NEW EE. rt a es rio qe N RIN = | 1 + ¥ yy Ale : NS = — N : iy x 4 \ — ssa : pd HB Ay iN Uk V\ gt mL y y 2 N a a: a= ~ \\ y . K. ny N ge » = Yd <> ee era IN > . Naas xt X > Ny “6 ie 2 iN) Y Wy ‘9 A ESS v9, N ~| YY ® SY as Qi X ~*~) X =, 9 | So oe 6 EX/$T. | EDGE OF Q Ye ay ~ x) —— hy ) L PAV'T (2 HARDIE AVE. . * “t, N) oe aes 3: N NW a= KK N =. ——a Su bb eager ae Re FINISHED GRADE\E S| NW 3®° PLACE a NS ree . : Ny = a = N : — , | . ‘ C. SHAWN O'BRIEN, P.E. age |e f> = DESIGN BY: __—"_ Commercial Site on ; : Walter Chmielowski " N.W. 3rd PL. b O 720 740 4G0 *50 , /400 420 740 460 460 2400 7£0 +f _£0 4 3400 CONSULTING ENGINEER anu ci si ee : rd PL between , 16716 S.E. 28th STREET - BELLEVUE, WA. 98008 |, ceeaeae wegen. (2 (8.2 |W |B Tan tide ie uaa nai Ph. (206)746-3992 —_ BU EL > TT | N.W. (PD) CURB _§ GUTTER PROFILE HARDIE AVE. NW. oe Spe niee AesShows in FER O2 09d Se Rod SCALE: ("=20H, [12 5'V. 2 ae Wu “Detaals 2 4 DATE. Ate. 12, a BUILDING/ZONING qepy SA -O 8 5 - § 7 a a S e l he r a v i s D7 %7 A x I s 6M IP M I S E x : | NO } vi r JH A A I S > AAV 3SIGYUVH ze x vg t r y “ T d } oa : ; n s SY TYNE? Awe ral Se a ES Be t SS ) Be l l a de Se GN Z E I I s OF .o . 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